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Home My WebLink AboutPermit 5229 - Silverview - Lot 21 New Single Family ResidenceCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address New Residence 16372 53 P1 S Residence Ronald & Tamara Kent 231 S 177th P1.. #A305, Seattle._WA Hansel Construction #HANSFC174NP 1110 S 166th P1.. Seattle. WA PERMIT #o`Z Control 0 88 -083 Suite # Tenant Silverview Lot #21 Assessors Account 0 779640- 0210 -01 Phone 0 248 -2713 Zip 98148 Phone 0 246 -5680 Zip 98148 FOR BUILDING PERMIT ONLY S q • Ft. Office Storage/ use Retail Other Occ. Load sT t F'i . 3374 R -3/ 10 Znd Fl. M -1 • 3rd Fl. Total Fire Protection: ❑ Sprinklers El Detectors Zoning R-1 Type of Construction V -N Special Conditions Date: Fees sq. ft. ii sq. ft. @ sq. ft. sq. ft. 1st Fl. S 2nd Fi. $ other $ other $ Total Valuation of Construction $ 94,700 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #I,2?gLrq $ 618.00 Receipt NFL. /(x", S 402.00 Receipt S Receipt lfg6ey $ 18.50 Receipt S Receipt #► S as - TOTAL $ 1038.50 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face El Double Face [] Wall Mounted El Free Standing El Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECuMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR MORK IS )vSPESOEO OR ABANDUNtU FuR A PERIOD OF 180 GAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFYJTHAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS ANU ORO;NANCES GOVERNING TH t)PE OF WORK WILL 1 COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING A PERMIT DOES NOT PRESUME TO GIVE AuT•+ORItY to 'TB ON Of ANY HER STATE OR LOCAL LAW REGULATING CON UCTION _CM THE PERFORMANCE OF CONSTRUCTION. Date / ��, ?IOLATE OR Signed NOEL/ T hereby affirm that 1 Contractor (signature) LICENSED CONTRACTORS DECLARATION M sod under�r �isions of the Bus OS% and Professions Code, emit licem is in full force and effect. // 11. Date 7' / / 1l ( (3 ) 1, as owner of the property, or my offered for sale. 1 1 I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Date OWNER- BUILDER DECLARATION employees, with wages as their sole compensation, will do the work, and the structure Owner (signature) ,; not ,.•.n1Q1 or CITY OF TUKWILA .' Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address O./ PERMIT # Control # 88 -083 16372 53 P1 S uite enant Silverview Lot Residence Assessors Account 0 779640- 0210 -01 Ronald & Tamara Kent Phone f 248 -2713 231 S 177th P1.. 4A305. Seattle- WA Zip 98148 Hansel Construction 4HAN&EC *174NP Phone 0 246 -5680 1ll0 S 166th P1._ Seattle, WA . Zip 98148 ( ^ *lA j)/ FOR BUILDING PERMIT ONLY S Ft. Sq. Office Storage/ Warenouse Retail Other IOcc. Load sT t F'T. 3374 R -3/ 0 Znd F1._ M -1 • 3rd Fl. Total sq. ft. sq. ft. I sq. ft. @ sq. ft. Date: L .Al_: 1st 1. 2nd Fl. S other S other S Total Valuation of Construction S 94,700 Bldg. Permit Fee Receipt #i/ S 618.00 Plan Check Fee Receipt #21a2:2 S 402.00 Demolition Receipt 0 S Surcharges Receipt #Z y S 18.50 Other Receipt #� $ Fire Protection: [] Sprinklers Q Detectors Other Receipt 0 $ Type or Construction V -N 1 TOTAL S 1038.50 Zoning k_i Special Conditions FUR SIGN PERMIT ONLY ❑ Permanent Q Temporary ❑ Single Face ❑ Double Face 0 Wall Mounted ❑ Free Standing 0 Other Building face Setbacks: Front Square Footage of each sign face Total square footage of sign Special Conditions Side Side Rear THIS PERMIT BECuMES NULL AND V010 IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR IORK IS ).::ENOL) ABANOONeU FuR A PERIOD OF 180 OAFS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTI Y%THAT I NAVE READ ANO EXAMINED THIS APPLICATION AND KNOW THE SAIL TO K TRUE MOO CORRECT. ALL PROVISIONS OF LAWS ANU 7R0:NANCES GOVERNING TH /T Of WORK WILL COMPLIED WITH WIMTi�R SPEClf 1E0 NEREIM OR NOT. THE GRAMTIN6 Of A PERMIT 00ES NOT PRESUME TU GIVE a�',ORITr 'l) �yIIOLATE 04 Nil/ T O 1S ON Of ANY pile* STATE ON LOCAL LAW REWLATIN6 C0N UCTI _OR THE PERFORMANCE OF C.NS'RuCf:JN. �C Signed �� Z Oats / eE LICENSED CONTRACTORS DECLARATION hereby affirm that 1 M sN under isions of the Slsi ss and Professions Code, an � tic a is in full force and effect. T, l Contractor (signature) �G/ �� u-•t t = '�� Date g ( ) 1. as owner of the offered for sale. ( ) I, as owner of the property, an exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date OWNER - BUILDER DECLARATION Property, or my employees, loth wages as their sole coaoeensation, will do the work. and the structure 'S Ant 7r CITY OF TUKWILA 'Building Division 6200 Southaenter Boulevard Tukwila; Washington 98188 (206) 433 -1849 ", INSPECTION RECORD PERMIT # Date �a - Date Wanted /461/ � .nj p.m. Project J cZe's, .y5., Lc 75.2 Phone # 2 9' — 5—( f--Q Inspection Results /Comments: ti r AIWAMIllay/ Inspector CITY OF TUKWILA Building Division �Tukwila,ltWashington ul98188 (206) 433 -1849 ype of Inspection ite Address X63 7a 5:3 e;2 questor "`4% "7a Phone # - ,Fo )ecial Instructions INSPECTION RECORD PERMIT # 2� Date -•S� Date Wanted a.m Project , Inspection Results /Comments: 5/0 CL %/ UyL) /m00%/ G/e Date g 946,2 CITY OF TUKWILA Building Division 6200 Soulhcenter Blvd. Tukwila, WA 98188. 433 -1845 ;262 / Date Job Address /eel 3 72 " —2- A'. $ CORRECTION NOTICE The following items are found to be in violation of Ordinance 66 4 C. .574-.:C. 3 7o,/ 7 • d /69.;W..2,9 / x 3a /I/3/ fon.1S 64/ r,'i� �' /: i / ��/ G ''/rife 1''rye_ 6. 561, ,/= / 7/Ye ///, r'T // 5 7/,3J.' /_° X 177 c) 0 / f ma•✓ tA .�C /147 c /;. 641/ Jam"/��f/ /� r and shall be corrected. ‘ P" Signed , i ^`._ (Building Official /Inspector >r. �,. ^.,?: >.�i, ?him, ,�.�.:, °r• t ,:;;r i ..;r 1.1, ; 'y 'r'. + .:,a. q:J'.' <C +j rNE'{� *.r..+1� CITY OF TUKWILA . Building Division 6200 Southcenter Boulevard Tukwila. W shinaton 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions 6-)ale6oc, INSPECTION RECORD PERMIT # S 5 Date 7- 2 c) - Sy 16.3 7 5 3 r. Date Wanted r/ -2 r - Vi 1"° Project .S L-60- A41-l� L Phone # Y� s rd p•m• Inspection Results /Comments: O a- _ .Z je Inspector '' -�•� Date CITY OF TUKWILA Building Division Tukwila,,tWashingtonu198188 (206) 433 -1849 Type of Inspection INSPECTI N RECORD PERMIT # S 2 7-1' Date .7 - < < -- Date Wanted1t 4" 1; (.2 a.m p.m. Site Address (, ,3 7 %,L s-. Project LS L Requestor phone # 7G 7 — U 2 Special Instructions Inspection Results /Comments: 7/'' ./G"' Inspector 74 Date 7-/' CITY OF TUKWILA Building Division Tukwt ila,Wis Boulevard hinaton98188 (206) 433 -1849 Type of Inspection /�f�j'sii/;t/(r Site Address /(0 37 2 Requestor Special Instructions INSPECT 4N RECORD PERMIT # Date Wanted 77Y ^mac p.m• Project $ / / Phone # Date Inspection Results /Comments: 04 To .14/3;4c}v /24 Inspector Date ? -- ^J?.? CITY OF TUKWILA Building Division Tukwila,�tWashingtonu198188 (206) 433 -1849 INSPECTrIN RECORD PERMIT # J .2 �j' Date (o -- VI Type of Inspection ,1. GL Date Wanted r—e . y ' a .m Site Address / 3 3 `�� 5a,�, Project S' G(, fir/ cP�) LAG Requestor g Phone # Special Instructions Inspection Results /Comments: No /0 /ice .4inv cat- elecz-r, "ca/ tcavgA. in. 5-"aiI-5 Z"oo hat-t 2� 3 E/ " _(36v 10,'4 -4 f- ep # <veJ) . /oeae;. /e�/ 0/6$1/‘ / ye /R.--,e (AA/ for S'y, du i , /t*e's a i X ort� sz-ziet war- ,o ex,,k, ac,-- a , ,ih a Pr/ G c e ye CS-e-s /Ay) V � e-et. 4,344 r" 44/ ea.-- S nor- yuY, 7,--0 evt-s,� , � A- pH iej G7c& eanrrd G-'ov ' e`r ese- ,ka I 4 s, Inspector Ley7 Date l 5// CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address /63 Requestor Special Instructions INSPECTION RECORD PERMIT # a 9 Date - - ( • �Y Date Wanted 5-/?- a.m. Project �.j c- ert,Vw;sLJ La 1 Phone # 2.c/' <-- 57., go La4 Inspection Results /Comments: (( )22 Inspector Date — A3�d�' CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection V Site Address `(u 3 7 . k S Requestor +-oeawitlftmearrizfrasNnrad.4 i:otl aaz nx✓Amos:ever .: a. brativ ;tttvnarAntrtitwilm::Tlis11. "h!�4YYA7//w7E% `. INSPECTION RECORD PERMIT # Date Date Want-' t:�: D.m. Project Si rig, Ii a_,Q CJ t6.4.-s-ej Phone # ,„,)9 - S-O Special Instructions Inspection Results /Comments: O.41 /mac% Ilat1k"1 149&144 -5 • Date e"-• ePg ells '. .Vati Mit9ft`rOlX ..140. h9lAtrti,Itss uduv_41Y 4,01.1 .rtwa. w.ce.v.s. ..,.... .....,- ...,...,........ » „.... cITm OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 '(206) 433 -1849 Type of Inspection Vcr73± Site Address I (.e3 7 - vQ , Requestor (Dr 2-1 Special Instructions INSPECTION RECORD PERMIT # Date a.v e.ro.. nh..txw. Date Wanted 5 y li c” p.m• Project So 1✓ .4°Z./ 4eia✓ •i A/ Phone # 446, c. q.a Inspection Results /Comments: _.,c7if U %e a,' Inspector „.1 'l. C.p•t Date .47,- .2/ °g?. Earth Consultants inc. Geotechnical Engineering and Geology 1805 - 136th Place N.E., Suite 101, Bellevue, Washington 98005 Phone: (206) 643 -3780 / Seattle (206) 464 -1584 MEMORANDUM FOOTING EXCAVATION EXAMINATION PROJECT NAME. 1L- \I PROJECT LOCATION. I-07— A PROJECT NO• r1"-I'7`'S -al,a, OWNER OR CONTRACTOR: t-J DATE FOOTINGS EXAMINED 4- tcf ' 50 DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE: REMARKS. I F 1-- IE,L`-.1 `F —re/.5.1 L.3 —"- i<'ort LICaZ r� ^�[� 112 y- The undersigned has examined only the footing and /or caisson excavations listed__ bove. The results of this examination are only valid for a period of 48 hours. If any change In fho' fonfi io�is occur, e should be promptly notified. •$mNATURE FOOTINGS CONDITIONS OBSERVED '2 -t cS(s.J D'- c►.,...yn•r-r-_ ALL- �l > '2 `-F'fI I- -S "rC�.�.- 76+?.. l I.._ C- S�c.) (L `. .. 1 _ ___ , cD �. - --- —ce, c6. r-- uCT— --�TL+ "T K _r . .__ c l �. .. �1•./1�• , . l ,es- .z.A. TK...S ~tom /� �I •'i f . r H E ! •. V v ' -.'CZ- l Fes-/ "'TILT' I Li-r.2 o "2 -= ) v'T 1 1.-)C7-S -E"7-, cT-1 7 .... ,, (31-.> A-,"(.7: CD,, ---(7:.. rz -rivc5- 's'o (4- S - REMARKS. I F 1-- IE,L`-.1 `F —re/.5.1 L.3 —"- i<'ort LICaZ r� ^�[� 112 y- The undersigned has examined only the footing and /or caisson excavations listed__ bove. The results of this examination are only valid for a period of 48 hours. If any change In fho' fonfi io�is occur, e should be promptly notified. •$mNATURE Silverview Lot #21 16372 53 P1 S THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER Vii;? 1. No changes will be made to plans unless approved by an Architect and the City of Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 3. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 7. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 8. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facilities (1986 Edition). 10. Site and footing excavations to be inspected and approved by soils engineer prior to placement of concrete. One copy of soil engineer's report documenting site findings and approval for placement of concrete shall be left on site for building inspectors use and one copy forwarded to Tukwila Building Division for file. In addition, an inspection by soils engineer will be required after foundation has been constructed, but prior to backfilling, to ensure installation of footing drains and their tight -line connection to the storm drain as described in Earth Consultants, Inc., letter E- 3473 -21, dated March 30, 1988. Two copies of this report shall be forwarded to the Building Department prior to the start of any framing on this house. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor April 6, 1988 Denise Hansel 1110 S. 166th Place Seattle, WA 98148 RE: Silver View Utility Permit Application - Lot No. 21 for 16372 53rd Place (single family residence) Dear Denise: Per our phone conversation on April 5, 1988 I identified your permit application received by the Public Works Department and requested this utility permit application be resubmitted through Tom Barghausen, P.E., of Barghausen Engineers and include the following: 1. Site Plan identification of storm drainage 2. Plat plan showing existing storm stub your development is connecting to 3. Soils engineer report for your site 4. Resubmitted utility permit application applying for storm drainage only (note: for water and sewer the applicant shall apply at Val Vue Sewer District and Water District 75, respectively, for these connections) If you have any questions or I can be of further assistance please do not hesitate to call me at 433 -0179. Phil Fraser, Senior Engineer Enclosure: 1 cc: Duane Griffin, Building Official Becky Davis /Utility Permit file CD :Disk 6 henseltr.prf CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 UTILITY PERMIT APPLICATION (206) 4334 Oil? � (please print) SITE ADDRESS �6i,Kac 53rd Place S., Tukwila, WA Laf 21 PROPERTY OWNER Ronald & Tamara Kent ADDRESS 231 S. 177th P1. #A305, Seattle, WA ENGINEER Earth Consiiltantc ADDRESS % 0S – (6(ch PC-. le hw1 101 CONTRACTOR Hansel Construction CONTROL # Revue. ADDRESS ilin t_ 166th P1_, Seattle, WA PERMITS REQUESTED Sewer Water Water Ex Main Exten • ension (public) in Extension (private) ain Extension (public) ation (in public right -of -way) re Loop /Hyd.(main to vault) No: Sizes: Landscape Irrigation Sanitary Side Sewer No: Water Meter - Permanent: –No: Meter Address (if differen al Water Meter - Temporary: No: Water Meter - Exempt: No: Meter. Address (if differ Sizes: from sitee address) Sizes: Sizes: e t from s i tee a 'dress ) WATER METER DEPOSIT /REIMBURSEMENT NAME Hansel Construction ADDRESS 1110 S. 166th P1. CITY, ZIP cpatt1p, WA 9R14R PHONE 246 -5680 MONTHLY SERVICE BILLINGS TO: Q water NAME same ; ADDRESS • DESCRIPTION OF PROJECT 12 Single Family Residential Q Multiple Dwelling: No. units al Duplex [j Triplex a Hotel [I Apartments Q Commercial /Industrial: Office Q Warehouse School /College /University Other PHONE 248 -2713 ZIP PHONE ZIP ci PHONE 246 -5680 ZIP 98148 Curb Cut /Access /Sidewalk Channelization /Striping /Signing — Hauling Moving an Oversized Load L Storm Drain Flood Zone Control Other WATER METER BILLING NAME same ADDRESS CITY, ZIP PHONE Q sewer ['metro Q standby PHONE ZIP CITY of rv:c wit,n MAR 2 2 1903 84,111.1)0 4,1 UEIR, Motel Q Condominiums 0 Other Q Retail all Church MISCELLANEOUS INFORMATION Q New Building: Square footage 2E90 [j Remodel /Addition: Square footage o original building space Square footage of additional building space King County Assessor's valuation of existing structures $ Valuation of work to be done S I HEREBY CERTIFY THAT I HAVE READ THIS APPLI TION AND KN 00 CI Hospital Q Manufacturing 0 -zid04). • W THE SAME TO BE TRUE AND.COR DOE PHON PHONE 447 -7572 ZIP Applicant /Authorized Agent (signature) .1 , ad (print name) Greg Hnrp1 Contact Person (print name) Denise Hansel Address 1110 S. 166th P1., Seattle, WA 98148 (32 /W1.UTILAPP) Ole vo' it,, Oh .5 I2 (ID' De�K h 5Zb 1111011 t$' -7 0 OtRtrls p SIDi. WAOK 'dr/' . +cgs 53RD PALE 50(47 1-1 4°) _ .s6ArrVi st wf lZ 2tol, +S w 1 wAsy.er fi._. +..ir.�.1:3+: Showt . . pow . sue.. W WTI It- j",Yi Df Piet. CO0 PEF Do - -- tot•t3111 t.t. Pi k l'r ALLED_ Rl,._�.tsttr�iih As C17Y ( n riii,c<, 2 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 City Council 433•1e00 4/13/88 Mr. Thomas A. Barghausen Barghausen Engineers, Inc. 18215 72nd Ave. 5 Kent, Washington 98032 RE: LOT # 21 - Plat of Silverview - Site Plan Approval Dear Tom: The Public Works Department has reviewed and approved the subject site plan for the subject lot noted in the RE section of this letter per the following comments and conditions: Prior to picking up the drainage permit listed below, contact Becky Davis, Permit Coordinator to have the permit prepared (433 - 1851). The Building official and Planning Director shall approve the release of this permit. Storm Drainage Permit (Permit Fee: $25.00) The contractor shall refer to the approved soils opinion letter and referenced reports on file in the City of Tukwila Building Division for foundation /drainage recommendations, and such recommendations shall be followed unless otherwise approved by the City of Tukwila Public Works Department. If you have any questions or I can be of further assistance do not hesitate to call me at 433 -1856 or 433 -0179. Sinc '2 1 Fri* Senior Engineer Enclosures (4) xc. Dive Grage /Becky Davis /Rick Beeler /Duane Griffin /Moira Bradshaw TH B C&ORADO CORPORATION Land Development/Real Estate Investments April 7, 1988 Mr. Phil Fraser Senior Engineer City of Tukwila Public Works Department: 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Request for Public Works Approval for Building and Utility Permits on Lot 21, Silverview Our Job No. 9003 Dear Phil: Pursuant to the building permit procedure for residences to be constructed in the Silverview subdivision, I am enclosing all of the necessary documents associated with this process. I would like to request that you review the enclosed plot plan, together with the other enclosed documents, so that Mr. Denise Hansel of Hansel Construction, can obtain a building permit for construction on this lot. 1 am aware that you would prefer to review plot plans for all of the houses within this subdivision at one time, however, due to circumstances beyond our control, we unfortunately are only able to submit as many applications for permits as we receive plans from builders. Again, whenever possible I will attempt to submit plans in groups, rather than on an individual basis in order to streamline the process of review. I thank you for your understanding and attention to this matter, and look forward to hearing from you in the future. Thank you. Respectfully, Chris Placentia Project Coordinator CP /sm C333.43 enc: (1) 8 -1/2" x 11" Site Plan, Lot 21 - Silverview (1) 8 -1/2" x I I" Xerox Copy - Driveway and Storm Drainage As -Built Map (I) Xerox Copy Supplemental Notes (1) Xerox Copy - Geotechnical Recommendations (1) Original - Utility Permit Application cc: Ms. Denise Hansel,.Hansel Construction (w /enc) Mr. Ron Kent 18215 72nd Avenue South • Kent, Washington 98032 - • (206) 251.6222 JCC H 1 i M4•ritu NO I t5 HNU ,MtL Ir II:A I IONS" I love, 47tvt.M Dluct#4 ' V 5 ift7ni 6b112 azAwel Matti e,i44ttl w' 12X10 Dec3: A�tt�iy .M %Ww6 Q-r v4. 6 A14 12A , SIDE wF►IK -W E...Kti 53RD PLAc_E .5 014-r -f pc , *,04 • fie. 4,105 5t911,IT AR Y Siwi iZ 2 +o1 ; ±5 w. I w�sHer' sio K.S. kb _'Nt Of Pi Pt Goo PEf� Z. 5✓'P- t.wWShe� I tea Show�G✓ 1-tot W h'tbrZ n��E?- Z -t. LL P1�' 1,►‘LLCD �� StrJas• us —1,A4- 144e 7 ?� rt' I bltr'Lli.16 �� L1. �� reel-to-iv r'ear1,45) *(NOTE: This plan only to bF used to complete the store drainage connection. Setbacks and other details are not being reviewed by the engineer.) LOT 2.1 & I 1LU -V M is G. p�l.�fa T 21 Y') •3.51 .fl G91 SUPPLEMENTAL NOTES AND SPECIFICATIONS STORM DRAINAGE CONNECTION - SILVER VIEW Contractor shall refer to the approved soils opinion letter and referenced reports on file in the City of Tukwila Building Division for foundation /drainage recommenda- tions, and such recommendations shall be followed unless otherwise approved by the City of Tukwila Building Division. 2, All roof downspouts must be tightlined to the public storm drainage system. The plot plan shows typical requirements which shall be adjusted based on actual downspout locations. 3. All tightline shall be 4" I'VC, Schedule 35, unless otherwise noted. All 6" PVC as noted shall be Schedule 35. (Note: 6" galvanized CMP or aluminum may be substituted at contractor's option - 16 gage minimum required.) 4 Any tightline under the driveway shall be 16 gage galvanized CMP or aluminum: No PVC under driveways shall be allowed. 5. Any bends in the tightline system shall be provided with clean -outs. 6. All pipe to be laid in Class "B" bedding unless otherwise approved. 7. Roof and footing drains shall not.be tied together, except at the system outfall below the lowest point of the drain system; at which point both systems can be tightlined together• into the approved public storm drainage system. CITY OF TUKWiLA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWiLA, WA 98188 (206) 433 -1845 UTILITY PERMIT APPLICATION (please print) CONTROL * SITE ADDRESS Lot No. 21. Plat of Silver View (16372 - 53rd Place, S., Tukwtli Aili? PROPERTY OWNER Enterprise Development, Inc. (formerly THB Col,rado ) PHONE ::6 :i : -o. AOORESS 18215 - 72nd Avenue South, Kent, WA ZIA 4.1•13: ENGINEER Barxhausen Consultlns Engineers. Inc. P"CNE1 ::6._3: -v. ADDRESS 18215 - 72nd Avenue South, Kent, WA ZIP 4d03: CONTRACTOR Hansel Construction PHONE ::i, :6 -51 ADDRESS 1110 South 166th Place. Seattle. WA ZIP 431;5 PERMITS REQUESTED Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: Sizes: Landscape Irrigation Sanitary Side Sewer No: Water Meter - Permanent: -Woo Sizes: Meter Address (if dlffereni from sitae d cress) al Rater Meter- Temporary: No: Sizes: Water Meter- Exempt: N0:^ Sizes: Meter Address (if differe rrrom site a— ddress) X Curb Cut /Access /Silewalx Channellzation/Str'o:ng/Sign:- Hauling Moving an Oversized _oed Storm Drain Flood Zone Control Other * For sewer /water .:o::r.e:::.r. refer Val -Vue Sever Dis:r :.: - K.C.'d.D. Na. 75 - i : - -)3 -i WATER METER DEPOSIT /REIMBURSEMENT WATER METER BILLING NAME NAME ADDRESS ADDRESS CiTY, ZIP CITY, ZIP PHONE PHONE MONTHLY SERVICE BILLINGS TO: Q water Q sewer Q metro Q standby NAME PHONE ADDRESS ZIP DESCRIPTION OF PROJECT Q Single Family Residential Multiple Dwelling: No. units 8 Duplex ❑ Triplex ❑ Motel ❑ Condom' ^',ms Hotel a Apartments [] Other Q Commercial /Industrial: Office Q Warehouse OK Retail Scnoal /College /University Church Other 8 Howu: Manufdc :.r• -1 MISCELLANEOUS INFORMATION New Building: Square footage Remodel /Addition: Square footage— oforTyinal building space Square footage of additional building space King County Assessor's valuation of existing structures f Valuation of work to be done S I HEREBY CERTIFY THAT i HAVE READ THIS APPLICATION 0 BE TRUE AND : :RR::'. Applicant /Authorized Agent (signatucv/'/. TONE ::s.:5:-. (print name) Thomas A. rahaust+ Contact Person (print name) Chris Placentia PHONE ::o. :5 : -, Address 1821S - 72nd Avenue South. Kent, WA Z :P :;11 (32 /WI.UTILAPP) Earth Consultants Inc. Geotecbnical Engineers, Geologists d Environmental Scientists March 30, 1988 Ms. Moria Carr Bradshaw Associate Planner City of Tukwila Planning Department Tukwila, Washington 98188 Subject: Plan Review Geotechnical Recommendations Lot 21, Silver View Tukwila, Washington Dear Ms. Bradshaw: E- 3473 -21 '` •CEi'J t soR 7 UK` M. ,70BUC WUF1Ko We have been retained by the owner of Lot 21 to provide an opinion letter to your office as required in the SEPA conditions relative to construction for the above - referenced project. We have conducted a general site visit of the property, and have also reviewed the amended report and supplemental report prepared by GeoEngineers, Inc., dated, respectively, March 30, 1987 and June 1, 1987. These reports summarize geotechnical considerations for development in Silver View and include recommendations for foundation preparation, site drainage, and other issues that are typically addressed as part of a geotechnical analysis. We have also reviewed the plot plan and house plan No. 120687 prepared by Crane Design, dated January 15, 1988, and submitted by the owner of Lot 21 in Silver View, which we understand will be sub- mitted to the City for a Building Permit. Based upon this review, we conclude that the geotechnical recommendations and limitations outlined in the referenced reports will be applicable to this project, and if followed appropriately, should adequately address the construction requirements for the project. We recommend that footing drains be installed around all perimeter footings and tightlined to the storm sewer, that foundations be placed on competent native soils or on compacted structural fill, and that all cuts be made in accordance with the referenced report recommendations. 1806. 136th Place N.E., Suite 101, Bellevue, Washington 96005 Bellevue (200)643.3700 Seanle (2061464. +584 222 E. 26th Street, Suite 103, P.O. Box 111744, Tacoma, Washington 96411.9990 Tacoma (206) 272 6608 Ms. Moria Carr Bradshaw March 30, 1988 E- 3473 -21 Page 2 We estimate that approximately five feet of structural fill will be required to develop the site as planned. The existing loose fill located on the west side of the site can be used for structural fill provided it can be compacted to 95 percent of its maximum dry density, as determined by ASTM D- 1557 -78 (Modified Proctor). Otherwise, the fill may be used in non -load bearing areas. Structural fill placed under slabs and footings should be placed in thin lifts not exceeding ten inches in loose thickness and should be compacted to at least 95 percent maximum density. Structural fill under slopes, pavements and walks should be placed in similar thin lifts and compacted to at least 95 percent maximum density. In order to verify that the site conditions are as anticipated in the referenced geotechnical reports, we recommend that Earth Consultants,.Inc. (ECI) be retained to examine the site and footing excavations prior to placement of foundations. If the plot plan or house plan should change from the current submitted drawings, ECI should be requested to reevaluate the suitability of the site for the proposed structure. Our review recommendations and conclusions are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. Respectfully submitted, EARTH CONSULTANTS, INC. Glen Mann, P. E. Vice-President DG /GM /kml Earth Consultants, Inc, Earth Consultants Inc. Geotechnical Engineers, Geologists U Environmental Scientists March 30, 1988 Ms. Moria Carr Bradshaw Associate Planner City of Tukwila Planning Department Tukwila, Washington 98188 Subject: Dear Plan Review Geotechnical Recommendations Lot 21, Silver View Tukwila, Washington radshaw: E- 3473 -21 We have been retained by the owner of Lot 21 to provide an opinion letter to your office as required in the SEPA conditions relative to construction for the above - referenced project. We have conducted a general site visit of the property, and have also reviewed the amended report and supplemental report prepared by GeoEngineers, Inc., dated, respectively, March 30, 1987 and June 1, 1987. These reports summarize geotechnical considerations for development in Silver View and include recommendations for foundation preparation, site drainage, and other issues that are typically addressed as part of a geotechnical analysis. We have also reviewed the plot plan and house plan No. 120687 ;prepared by Crane Design, dated January 15, 1988, and submitted by the owner of Lot 21 in Silver View, which we understand will be sub- mitted to the City for a Building Permit. Based upon this review, we conclude that the geotechnical recommendations and limitations outlined in the referenced reports will be applicable to this project, and if followed appropriately, should adequately address the construction requirements for the project. We recommend that footing drains be installed around all perimeter footings and tightlined to the storm sewer, that foundations be placed on competent native soils or on compacted structural fill, and that all cuts be made in accordance with the referenced report recommendations. 1805 - 136th Place N.E., Suite 101, Bellevue, Washington 98005 Bellevue (206) 643.3780 Seattle (206) 464.1584 222 E. 26th Street, Suite 103, P.O, Box 111744, Tacoma, Washington 98411-9998 Tacoma (206) 272.6608 C Ms. Moria Carr Bradshaw March 30, 1988 E- 3473 -21 Page 2 We estimate that approximately five feet of structural fill will be required to develop the site as planned. The existing loose fill located on the west side of the site can be used for structural fill provided it can be compacted to 95 percent of its maximum dry density, as determined by ASTM D- 1557 -78 (Modified Proctor). Otherwise, the fill may be used in non -load bearing areas. Structural fill placed under slabs and footings should be placed in thin lifts not exceeding ten inches in loose thickness and should be compacted to at least 95 percent maximum density. Structural fill under slopes, pavements and walks should be placed in similar thin lifts and compacted to at least 95 percent maximum density. In order to verify that the site conditions are as anticipated in the referenced geotechnical reports, we recommend that Earth Consultants, Inc. (ECI) be retained to examine the site and footing excavations prior to placement of foundations. If the plot plan or house plan should change from the current submitted drawings, ECI should be requested to reevaluate the suitability of the site for the proposed structure. Our review recommendations and conclusions are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. Respectfully submitted, EARTH CONSULTANTS, INC. Glen Mann, P. E. Vice - President DG /GM /kml Earth Consultants, Inc. VZY iter. ALL j '5 &oI 6nn4c +:orb.. +o E 1 L 0 "y t:r l•/ ,1) 12'xlo'/ DecK -� g otnst 4 vs o5 oc Q v ij A.14 L SIDE. W14/1c Wwr{.x.. wail./ 53 Rp PL ACE S v L17" H r o sALs XC, tiJt4Ti g- D-f. Pt Pt— -Coo.Pt.F d ti+ Dob.R to. Pl Qer. A5T LLED _LINK RECEIVED CITE OF Tu .,mkt LIAR 2 2 1988 8UJUAN(3 OE.PI z5 �ryfI) w>tr l ..r+s +.tg Wq 53 RD PL acE S v (1T h 10 12XIo pea 66,tAteCov, 40 ix 040 / 1% �� l•' Av ), ; Ib C IJXio'/ Deck oNSt 5f- 141 n LL 0,0 f s .6i1rfle St)�z 2. +01 , +s— .. D, w ...__... (4A` r hnw[ Po NAir.STTC tJATi . . of ?iP4, cooPtF dt�+ Doo.R ..... =l 5ho wti✓ __.. � v 44 6 I.l. P.fz -1.yST LLtD Ah i St Y� t74� as RECEIVED CITY OFF 'rUk WII,A BAR 22 1988 BUILDIUG DEF'7, rr- "i:Estelc)-Acc. Q;.t.. �iooie .0 zt ,\0,46 C-iers AF ;)6r- 1150 E-4- (.4,0e vooix cat .9.00.131€ oFt.Av■ itktole, z5-0-)-1 = ts'ne." )(1,0,1(0."().c) Vo. Couall C.1AAvtAtete1 icAG °ark'. C'etvl-C 6t41) 6CAAnmteNrdi '3ECd S 704(c) Tecitifse oatts cell. og rn,t, tu‘sotoz6 Oalls 6 out-C. loci S400te ce Fer coot (c4)(c1) (AkAlls P> 1' atom's y-Acie zt% ca C zego.5.Eapst)-1) AuxuAete. tsqtp 40+ 50+ 4o 420 4-16-424-H8 +Is 49 430 Zo Z54- Isrgiv- Vts(tv 0.5+ 4r 2.4:1- 30 +.40 4c1 1 Zo Limber 44r. (z.x4)e. czKz)z. AZB.To4 • ■ • • • • City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM TO: F;)6 . BO FROM: 6204, 1 CCI u4) DATE: c9 2 1 SUBJECT: tot 40a VaLuAt'Orl /FeG. Q, 61, U-6o- l 5 Ed- lul0Q x LiC v7 = 73,07 (Lyala L )&ve_t ) ly I d) x 10,90 = ! �I�1 G � (l o we.✓ le_v & -u,thi Sled t,/ S` x 71 f o g ((A a 4e ) q 4, 700 7-o UCthAxiti'Byt_, 6)8%00 Z40 uoa,00 PG ion. 50 (10 /T2.MEMO) •s,! -L. CITY OF TUKWILA 1ukw,le,itMesh(eytaou1evard BUI( 'ZING PERMIT APPLIC ''ION Control # 3$'0.3g. (206) 433 -1$0r /R¢9 Site Address 53rd Place S., Tukwila, WA Suite# Floor# Project Name /Tenant Silverview LUG :fig I Valuation of Construction 1-14r GN17OPasessors Account# 779640 - 0210 -01 Property Owner Ronald & Tamara Kent Phone 248 -2713 Address 231 S. 177th P1. #A305, Seattle, WA Zip 98148 Applicant Hansel Construction Phone 246 -5680 Address 1110 S_ 166th PlacP, Seatt1P, WA Zip 98148 Architect /Engineer Crane Design Phone 859 -2954 Address 10803 Kent - Kangley Rd., Kent, WA Zip Contractor Hansel Construction License# HANSEC *174NP Phone 246 -5680 Address 1110 S. 166th'Place, Seattle, WA Zip 98148 Class of Work: x New (] Addition [] Tenant Improvement J Remodel (residential) [] Reroof Demolition E Interior Demolition [] Other Describe work to be done •, 91 . is -- ..1 .. e Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 2600 s.f. Square footage of tenant space Building Use Residential Single- Family Will there be a change of use? Yes x No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes a No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER' AUTHORRIIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) 441- i4'41 ) Date 5/2/ / J 8 6 (print name) Greg Hansp1 Contact Person (please print) Denise Hansel Phone 447 -7572 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ (o)g,Q O Receipt# Date Paid Plan Check Fee (000/345.830) Lm.,()() .Receipt# i/ o 5 Date Paid32 $f' Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) /15-700 Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL 3L52 (OWES: $ (06.50 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir- Building: FL00'. USE Occ T .: SI.FT. UCC IAD USE Occ T •: SI.FT. OCC LOAD USE Oc T .: Se FT OCC WTI TOTAL SI.FT. TOTAL OCC. /CVU P.M e- /� /:2 _ e'r(b6 /" ,Y) - I (7 I,/,1�I 0 •rill{: 7 J 1 TRACKING min i' 1' 11 COMMEN S / A BLDG 415/8 'pprove• or ssuance mop ype o onst. j •cvv>rt/49- On G-eak ,cc,e., - t —wilt, -`t-� ,aea (ne ;(. To Mahan. Date A• • roved: �'�� • - - ". IRE 0'15 -oQQ )i , Approved Initials) All/ Per letter date • .,--z.. . --r Firp Protection: prin ✓s / Detectors CJ Z 5-)7(' /palPyc..- PLNG 5 1� ) 441 ) Approved (Initial , • BA ` U 1 1 s Zoning Setb s: N € S $ E )c) W `o1 stalls require for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD 3 -a3. 8 Approved (Initials) r" Per letter /plans dated "]tfj " 3 10t a4E 3?$, 4"4Et6K7 dF C tM"EM A►'gOUrG AMT AM' o S2t-r)Co+ u)11141U tp! RIGHT ELEV 1/8" FRONT ELEV 1/4" —The Contractor Shall Check and Verify All Dimensions — CRY OF i,.ifk. Or :; A CITY OF TUKWILA APPROVED MAR 22 1988 AP 1988 BUIL.Liisvis Litt' I. B 1101 G DIVISION All Ideas. Designs, Arrengemeots. Drawings and Plans Set Forth On This Sheet Are The Original Work, Product Of, Owned By, And Are Tne Property of Crane Design. and Use Of This Said Work Product Is Limited To A Specd;ed Project Of The Purchaser, and For The Construction Of One Building. Any Use. Reuse or Disclosure Of Said Plans. Reproductions Ideas. Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design z G c Q � cf .: j0 C.! 0 u) fna ao 0W=a 3 — fn C7 V i 1, O 1 110•••••=11•111111. AMINIONNIMMIMMOMIli /O °S° F'.c t46LPr2. —The Contractor Shall Check and Verify M Dimensions. — Nlq ,61. c.XErs c2 4.- ?P.C. r;ECE VED CITY OF 1UK AIR A &CRfig CITY OF iU�Vlii�1 APPROVED APR 1988 H� /# 8 11.1 •G DIVISION .s 11AR 22 1988 BUILDING DU?. All Ideas, Designs. Arrangements. Drawings and Plans Set Forth On This Sheet Are The Original Work Product Of, Owned By. And Are The Property of Crane Design, and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser, and For The Construction Of One Budding. Any Use. Reuse or Disclosure 01 Said Plans. Reproductions, Ideas. Designs And/Or Arrangements Other Than Crane Design $a Strictly Prohibited By Law Without The Written Permission of Crane Design. Drawn By: Date 1 15 -88 Sheet 2 of 5 • 3. 1 -4-5-/- " - •• 0 61• 4" 2 <0 " /21- o" 42" 1-1.A.4IoeA/z. 7'- 0• /0 ° p,c. /2 0. IA P to-)c L AID& 6-,+‘ /0 '..44•41--- D 0 r1.1 01-1-11.E k/•0:4 VL.-77e0 %•-• • iZs 6° BeDROOM*2 VA 4.) ;SC> 0 x 3 1-4 inti10-0m#3 t ; N 7 c 3 :-Cs" GARAGE.. OerrLe - -,- No-re Acc.. HEADERS To (3e 67 ,rer.OF"/ /1/4107 "VG? eXl. 0 0 MAIN FLOOR PLAN 1/4* " —The Contractor Shall Check and Verify All Dimensions. — 0. " 5Z " .4‘ /2 A-11>Z 5-7 0. (772-uS_s. vsi.-.0 / - 0 2z 0' N • 0; CITY OF TUKWILA APPROVED APR 1988 8 G 0 NON Crify?EtEVED OF rukwitA 11414R 22 1988 eutplAto bspr LVII-J6a Art:14: V1411.i El---114,9 4CP r-r- Lcz•YJ I 6Z. pr. (.71,04461 e' -454 AL 1 i69 '541 Fr- All Ideas, Designs. Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product Of, Owned By. And Are The Property of Crane Design. and Use Of This Said Work Product Is Limited To A Specified Proiect Of The Purchaser. and For The Construction Of One Building, Any Use, Reuse or Disclosure Of Said Plans. Reproductions, Ideas. Designs And/Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Mitten Permission of Crane Design. 3 • 0, < o z 0 2 co co 8 I °- to to fn " Yr!, .zJ14 U_ Drawn By: Date 1-15-88 Sheet 3 of 5 Plan No. 120687 li .4S1.Q" 7' '' ..... :a. 44'..0 ...Q WC. 44re ffeettinio t`A"4 �i 6 ' (.y'2" Pte. ._ 171 e. .r.~.... - 01 1 /O" 0 / TtrAge c . SIRS / a•# f e. a?. i.. .:.l .:.: �� ...... .....,H.._ • 8' "S' -6,+, Wa �>r '6' • it G.W *. Al Lt LL6 A1.LD CE(L N4 (IF L)t.IDE.. ' rA!R. `S °R+o►G.E E4 330(o Cm) S3_ !ox .1 2• PTV* 0 ZxiAlent CITY OF TUKWiLA APPROVED APR 51988 4. 1f • BUILDI.'G 711 /!Slo i 6'- .3" ,C'. o. /$-,- o to —The Contractor Shall Check and Verify AN Dimensions. — t4'w ',1:4L tMi'1'..�.{P .c ,,¢" rECETVFID Ct ± Y OF lift V L.A MAR 22 1333 BUILDING met All ldese, Designs. Arrangements. Drawings and Plans Set Forth On This She Are The Original Work Product Of. Owned 8y. And Are The Property of Crane Des1@n. and Us* Of This Said Work Product la Limited To A Speotrisd Project 01 The Pur chaser, and For The Construction Of One Building, Any Use, Reuse or Disclosure Of Said Plans, Reproductions. kiwi. Designs and/Or Arrangements she: Than Crane Design Is Strictly Prohibited 8y Law Wtmout The Written Permission of Crane Design. 71iessec 6Z4" ZP.ca tev4 etre,es co .C. —The Contractor Shall Check and Verify AN Dimensions. — ; • "pi, ',yeti* Wk.* 118A•1#4, .4°00=4 "44441.0140,44";re --Tzvs..1-es _a Z4" C. CITY OF TUKWILA APPROVED AP 1988 Bun. G DiViSION RFC( **. - car of ti.nomtA MAR 22 i%6 BWLDINQ 'Atm All Idess, Designs. Arrangements. Drawings and Plans Set Forth On This Shoat Are The Original Work. Product Of, Owned By, And Are The Property (*Crane Design. and Use Of This Said Work Product Is Limited To A Specified Proisct Of The Purchaser, and For The Construction Of One Building. Any Use, Reuse or Disclosure Of Said Piens. Reproductiens, tdeas. Designs nd/Or Arrangements °their Than Crane Design I Strictly Prohibited By Lem Without The Written Permission of Crane Desch- it XL:), ,•. 1 .4,'IM42ZUNgXelBSIONNIN14. 0 07 DINING WALL 3/8" REF WALL 3/8" t l ii 1-. SINK WALL 3/8" ISLAND 3/8" SECTION THRU 1/4" -- The Contractor Shall Check and Verify Ail Dimensions - -- AIL CITY OF i UKWIL A APPROVED APR ( ~ 1988 BUIL ING DIVISION MAR 2 2 198 6UILi)oit; UtE'P. All Ideas. Designs. Arrangements. Drawings and Plans Set Forth On This Sheet Are The Original Work. Product Of. Owned By. And Are The Property of Crane Design. and Use Of This Said Work Product Is Limited To A Specified Protect 01 The Purchaser. and For The Construction Of One Building, Any Use. Reuse or Disclosure Of Said Plans. Reproductions. Ideas. Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. Z c`, • M 3 • Q o 1 • rn oo • Eu cn¢ �co 'D=cp o co (3 i r r • cc T () Y0 O ▪ co O N cu O Q) • C to op 0 0).:� CO 7 d O U Drawn By: Date 1.15.88 Sheet 50 of Plan No. 120687 r -'i4 PL\ le-11 NegiT 14-j"s PE r- PtAiJ sati fiartge 1�I1�'1 J-• atAvg zwd.° i'•r mun gtw Vg.ifod Vow I lecte.,.,L>t 151'1 T2) t'14 e -$-4 Tt� e'f''st"1. Z09017.T t I1b4�4LLAt,'/ /7' 4 eta ,4.6 2 5'-c# 4•C . 4t' wIJ C. *i 411` 624vEL nu- 45/411 tidy. tz. � ItJg P PL(C44t MU' 4 li b. ,wtttl1 i s ti v.c- .4 MIL"vescreelJ vfs,rog., 1 ee 2 - 1 OPUT, 1rL ---- r�- �►Tf I tJs S1.1PPt:›> 1- ism PER.RAO ^� +7i r1PSt'1.l gx()StJPR7ET Pc"-r FEI-T I /Z; Y311 Parr PILL C4,11C. f'IEIz - Mr-1'L44.) •4 MILL. vt5G2Ue 1-1. 1Z160D I us. t� 8t-r5 auLy. 2.- *4 CbuT. R- 't•o P Ptmt -t. A-rn VEiJT1 LATIDIJ 1M) - - Z c-rI P 7' -t-we Irre ,' Mi►J z.,io 1 u 1-1i,1 I{ N 6i 61,1 iJ I II �R�J 6R 4 PLAZP H 1 r -Flee . Slade I M , DUE ! M l ct�t L or IQ1u tw'Qt ,I s'� Ii ICS E .emu tZ+ i IJ t3ett1/esiJ •91111)S, TAP e 15�rr�r -1. VES °.?F314-I= Ut•J oa.Ite3 fio CIE- 1IJe i�E c�irsl i t7 Pe' x" -rare- i414 ra E 1'It J f.1 4: mi 'i NGEN PWD of`Ta w Puvr2 1434b90 .42563 ?X M D EgpiX1.0■ 4.54. IJ (S f � 443404e, P&46, r'tj'L c LJ11Etr'. • �t T•p PL' T. Vet Woirri waL 5- Q,rro" *Siur5 14.! ,a6 t-' �'I I 1'T I Llcs v.( N. M. ye c.1A P. r)IUC, PIFia- Feu ? Q. -5 STS tc,F Arf g, pl,fc�►l,�L.S1't.. twactu4,, ?ap R• ouLy Lowele Ft. SG u b shy. Pee ur3G 2-113 6-)3 'x elm -•i s� -The Contractor Shall Check and Verify All Dimensions. - i NfRACTOR r0 GI CK AND NOT SCALE DRAWINGS - NSTRUCTION "T0 CONFORM ��tiUCTjtAL NOTES 1. DESIGN LOADS VERIFY ALL DIMENSIONS USE DIMENSIONS TO rHE LATEST EDIT :JN OF THE UBC a. Roof Live Load 25 psf (Total Load a0 psf) b. Floor Live Load 40 psf (Total Load d5 psf) c. Seismic Zone 3 d. Wind Load 20 psf e. Soil Bearing Capacity 2000 psf Assumed 2 . rrOUNDATIONS fice, E4 n4 CbtistitrAteilt.t, 'KE?oCr EWO- 4 a. Assumed Max Soil Bearing Caoacity 2000 psf Undisturbed cwt. b. Pour Foundations Only On Undisturbea Soil. c. Under floor Slabs Compact Fill to 95% lu0 3. CONCRETE e. Foundations and floor scab concrete snail be f'c -o.75 (2500 psi) 1,875 psi. Maximum water to zement ratio; 5 -1/2 sacks of cement per cubic yard of concrete and 6 -3/4 gallons water per 94 lb. sack of Cement- 2500 psi assumed com- presive strength at 28 days. b. Minimum coverage of steel; 3" bottom, 2 " sides, 1 -1/2" walls. 4; REINFORCING STEEL a. All reinforcing steel shall be defor:xeo. intermediate grade, billet steel- ASTM A615 -'2 lraae 40; new, clean and free of dirt. b. Splices, where located and approved snail be a minimum of 12 inches diameter or 30 bar diaaenters. c. All reinforcing shall be tightly tied and swported during construction. d. Welded wire mesh shall be ASTM -2.135. 5. W000 ,a.Per UBC Sec. 2504 !b. Joists and rafters, 2' Nominal MF No.2 KO. for repetitive use. c. Beams, Headers and Lintels; 4" Nominal, OF No. 2, Fb -:250 as!. 6" Nominal, OF No. 1, Fb -1250 psi. d. Studs 2x4 or 2x6 HF Stud Grade *3 use. e. Glu- Lam Beams 20F (Fb -2000 psi) ara4F (F5 -2400 psi) UBC -25 -10 f. See Plans for plywood. 6. STRUCTURAL STEEL All structural steel shall be ASTM A36; new, clean and free of rust. 7. STRUCTURAL FRAMING Fb -1150 psf F5 -725 psi for repetitve a. b. C. d. e. f. Framing to be in compliance .rith UBC Sec. 1702 Provide nailing in accordance frith Jac Schedule 25 -0 Provide solid blocking at joist Suoppr :s and bearing partitions. Privide bridging at mid -Span of all scans over 8 feet. Use approved joist hangers wnere reo::iree. Roof trusses; Sizes to be verified, de :a`:ed and faoricated by truss manufacturer. Installation ana bridging shall be per manafactures specifications arc instructions. 8. STUD WALLS a. b. c. Use 2x4 or 2x6 studs at 16" O.C. per UBC 1702. Double top plates shall have ena joints staggered not less than 4 feet. All sill plates on concrete foundations to be pressure treated. 9. ROOFING a. Apply roofing in accordance with VEC e.c. 3203. b. Provide attic ventilation a: innicate^ on roof framing plans. ,a'-aaaaaaaaaaaaala-Za a4, CITY OF TUKWILA APPROVED AP 1 1988 i Aarasia But DING Di i6t0N GENERAL NOTES 1. Crawl space ventilation. minimum net area. 1 sq. ft. for each 150 sq. ft. of floor area. Openings to De placed as close to the corners as pracicie and shall port/Vide Cross ventilation on at least tee 00004140 sides. tfmC Soo 2516e6 •fv'V Crawl space, unobstructed access. win. %g"x24".Sec.2516c2 3. Attic ventilation; 1/150 of attic area or I /leo if 1./2 , " is in soffit and 1/2 is 3' above plate iind.UE Sec.3206c ? 4. Attic access min. 222 "x30" with sin. 30"headroola unob- 46uge readily SeC t UBC AMC. ACCESS gMMED - E I-0;A EC tN C lD5ES5 5. in rooms not provided with an operable window of 1.5 sq. ft. or greater, a mechanical ventilation system, capable providing 5 sir changes per hour. snail be provided. Sec. 1205 UBC. 6. Vent dryer, bath fans, and ranges /ovens to the outside. 7. Garage and house occupancy separation min. 1 hr, taped and finished. Section 503 c 4 and taole S -8. UBC. Garage and basement supports to be 1 hr. 8. Tile for shower shall be 6' above finish floor with eater reistant backing. ve.VEgress is every sleeping room shall have a minimum net clear opening of 5.7 sq. ft. The min. net clear opening height dimension shalt be 24" win, net clear opening width diminsion of 20 ". Bottom of opening to be not more than 44" above floor. 10.Fireplace code compliance per UEC, Chapter 37, and local building dept. i1.Hearth extensions; Hearth shall extend at least 16" from thefront of, and at least 8" beyond eacn side of the fire- place opening. Where the fireplace opening is 6 sq. ft. or larger, the hearth extension shall extend at least 20" in front of and at least 12" beyond, each side of the of the fireplace opening. 12.Application and installation of insulation and vapor barriers shall comply with the 1986 State of Washington Energy Code. 13. Glazing in compliance with Sec. 5406, UBC, UBC Standard No. 54 -2 and Washington State Safety Glass Law. Exceptions Exceptions are as outlined in Sec. 5406, UBC. 14. Glazing in locations subject to human itaoagt such as glass on doors, glazing within 12" on either side of a door opening, glazing closer than 18" to a floor, shower doors, and tub enclosures shall be tempered glass, laminated safety glass or shatter resistant plastic. Sliding glass doors to be safety glazing, laminated, or tempered glass. Shower enclosures shall be approved wire reinforced, tempered or laminated safety glass or shatter resistant plastic. Sec. 5406 UBC Glazing within 18 "of floor and greater tnan in least dimension shall comply with impact loads. See plans. Sec. 5406 and UBC Standard 54A. 16. All exterior wall glazing shall be double glazed and comply with the 1986 Washington State Energy Code. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTEa- ISTICS OF THE SOIL, OR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING OATA SUPPLIED SY OTHERS. Crane Design has taken every effort to ensure the accuracy of the attached drawings, however it is the responsibility of the contractor to check and verify all dimensions. The attached plans are the property of Crane Design, Inc. Any reproduction of the plans will violate copyrignt laws. The holder of the drawings must pay a fee for the use of the material therin be subject to legal action by Crane Design Inc. The purchaser of the plans allowed to build one structure per set of plans purchased and viii be rertuirea to pay additional fees if more than one house is constructed or may have a letter of permission from Crane Design Inc. . ENERGY NOTES PER 1986 eASHINGTCN STATE ENERGY CODE Provide and minimum added insulation level nf- R-38 Ceilings with electric resistance Heat R -30 Ceilings with gas heat R -30 Vaulted : eilings R -19 Walls R -19 Floors over urneated spaces R -8 At slab perimeter, installed horizontally 24" under slap, when conc:e:e floors are within 12" of grade. All glazing shall oe dual glazing and sa. ft. of glazing shall not exceed 21% of grass floor area. All ooenings and joints in exterior walls shall be sealed, caulked or westherst:ioped at_ limit air leakace. An approved vapor barrier shat: be properly installed in roof, in enclosed rafter scares, formed ,there ceilings are applied directly to the 4nderside of roof rafters, also in exterior walls. Install .4 mil visqueen ground :over, lapped 1' -0" at joints and extended up to foundation wall (required at all crawl spaces) HVAC equipment shall be sized no greeted than 125% of design load and a minimum rateo output of 75 %. Thermostats controlling heat suoply to wore than one room shall have a night setback. Fireplaces shall be provided pith: a. Tightly fitting flue dancers. b. readily accesible manual or auto controls. CITY OF iLIKVVILA Showers shall have a flow control device to limit flow to a MAR 22 1983 BL:ILDLNG ten. max of 3 gpm per shower heac. Water heaters are required to meet ASHRAE 90A -80. All Ideas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product Of. Owned By. And Are The Property of Crane Design. and Use Of This Said Work Product Is Limited To A Specified Project Of Tne Purchaser, and For The Construction Of One Building, Any Use. Reuse or Disclosure Of Said Plans. Reproductions, Ideas• Designs And/Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. 0 Drawn By: Date Sheet of